Attachment_1-DES-FD704-7J_Statement_of_Work_20180831.pdf

Performance Work Statement DES-FD704-7J 31 Aug 2018 Repair Bldg 1054 Page 1 of 5

STATEMENT OF WORK

DES-FD704-7J

Repair Vehicle Exhaust Ventilation System Bldg. 1054 Fire Station #3

31 Aug 2018

1. GENERAL: The project is to remove existing fire apparatus vehicle exhaust filtration system and provide a fire apparatus vehicle exhaust removal system (FAVERS). This will eliminate the occurrence of air contaminants to all areas of the building caused by operation of the fire apparatus vehicles inside apparatus bay in lieu of ‘filtering’ the contaminates. Since the standard operating procedure for vehicle start-up is to open the bay doors before operating the vehicles, this work will not have any impact to the existing HVAC system.

2. GENERAL PROJECT REQUIREMENTS:

2.1 Applicable codes:

UFC 1-200-01, DoD Building Code (General Building Requirements) UFC 3-520-01, Interior Electrical Systems UFC 4-730-10, Fire Stations NFPA 1500, Standard of Fire Department Occupational Safety, Health, and

Wellness Program ACGIH Industrial Ventilation, Manual of Recommended Practices ANSI A13.1, Scheme for the Identification of Piping System.

ASHRAE Handbooks.

MICA Manual, National Commercial and Industrial Insulation Standards MSS SP-69, Pipe Hangars and Supports – Section and Application NFPA 70, National Electrical Code NFPA 90A, Standard for the Installation of Air-Conditioning and Ventilating

Systems NFPA 101, Life Safety Code OSHA 1910, General Industry OSHA 1926, Construction SMACNA HVAC Duct Construction Standards SMACNA Seismic Restraint Manual UFGS, Unified Facilities Guide Specifications (as referenced) UL Fire Resistance Directory

2.2 The Period of Performance (POP) is 270 days after issuance of NTP. The NTP will be issued 10 days after the date the contract is awarded. The POP includes material procurement and equipment delivery times.

2.3 Building may require lead-based paint (LBP), mold, and asbestos abatement to accomplish required work. No locations have been determined to have asbestos or LBP, but there is a potential for encountering both in remote locations within the facility.

2.3.1 This statement of objectives specifically requires asbestos abatement by a certified worker should there be this hazardous material in the existing construction materials. Test and confirm nature and extent of this hazardous material before commencing demolition.

Abate all affected areas and properly dispose.

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2.3.2 This statement of objectives specifically requires mold abatement by a certified worker should there be this hazardous material in the existing construction materials. Test and confirm nature and extent of this hazardous material before commencing demolition.

Abate all affected areas.

2.3.3 This statement of objectives specifically requires lead-based paint abatement by a certified worker should there be this hazardous material in the existing construction materials. Abate all lead-based paint associated with demolition; encapsulate all other lead-based paint. Testing for LBP shall be performed prior to demolition. Material exceeding EPA requirements shall be separated from demolition wasted and properly dispose.

2.4 Anything mentioned in the statement of objectives and not shown on the drawings, or shown on the drawings and not mentioned in the statement of objectives, shall be of like effect as if shown or mentioned in both.

2.5 Any direction offered by the customer that conflicts with this statement of work shall not be carried out without proper direction from the government Contracting Officer.

2.6 See attachments for additional information and details. Provided drawings are for reference only and shall not be used as the primary construction set of plans. It is the responsibility of the contractor to verify all on site dimensions, sizes, quantities and conditions prior to submitting a proposal.

3. ARCHITECTURAL:

3.1 Work Description:

3.1.1 Any architectural repairs required to complete the work shall conform to the following in addition to the referenced codes.

3.2 Application of Paint: Patch, repair, and prep/texture for new paint; apply at least one application of prime coat; allow 30 minutes between prime coat applications. After prime coat apply minimum two finish coats as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. All paint shall be applied at a 2-mil-per-coat minimum thickness. No paint shall be disposed of in the sinks, tubs, toilets, or any drains. There shall be one wash down area assigned for clean-up. All paint in kitchenette, toilet rooms, and showers shall be semi-gloss; all other walls shall be eggshell.

3.3 Drywall: All installed drywall shall be 5/8” Type “X” drywall with sound deadening material between the studs in walls unless the area is furred over a block or concrete wall; finished, taped, textured to match adjacent walls, and painted. Drywall walls will include 4” or 6” cove base as indicated on drawings or this statement of work, unless otherwise noted. Sound deadening shall be installed in all walls unless the area is furred over a block or concrete walls.

3.4 Where items are to be permanently removed, repair wall and ceiling finishes to match adjacent undisturbed walls and ceilings.

3.5 Temporarily remove receptacles, wall switches, thermostats, wall-mounted light fixtures, exit lights, fire extinguisher cabinets, etc. as necessary for remodel work. Reinstall or replace with new.

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4. ELECTRICAL:

4.1 Work Description:

4.1.1 Provide new electrical circuits from an existing panel(s) to provide power to new equipment. Electrical circuit shall include a disconnect switch located in an accessible location and within sight of the new equipment to use for maintenance activities.

4.1.2 All electrical to meet NFPA 70 and UFC 3-520-01.

4.2 Interior Wiring: All interior wiring in the building shall be run in conduit. Conduit to be minimum ½”, threaded RMC due to damp or wet conditions. Use handle ties for multi-wire circuits. When a shared neutral conductor must be used for three-phase, four-wire systems, size the neural conductor to have an ampacity equal to 1.73 times the ampacity of the phase conductors for non-linear circuits. Limit no more than three single phase circuits in one raceway. When more conductors are required, provide detailed calculations showing compliance with NFPA 70 for derating conductors and conduit fill. Minimum size of power conductors shall be #12 AWG. Provide an insulated green equipment grounding conductor in conduit.

4.3 Additional power requirements-Provide all required power panels, feeders, starters, disconnect switches, controllers, all other power/control equipment and materials for all mechanical/electrical equipment furnished by other sections of the RFP.

4.4 Electrical Penetrations of walls and roof-Any penetrations of the building vapor barrier system shall be appropriately sealed and insulated to retain integrity of the barrier system including, but not limited to conduits and backs of electrical boxes. All power, auxiliary, control, lighting and other circuits shall not penetrate any stair or exit passageway unless this circuit serves an appliance within the stair or passageway and dead ends in the stair or passageway per NFPA 101. Electrical equipment shall not be supported from the building metal deck.

5. HEATING, VENTILATING, AND AIR CONDITIONING

5.1 General Work Description. All work shall be accomplished in accordance with the referenced codes and as specified below.

5.1.1 Ventilation System:

5.1.1.1 Prior to beginning onsite work on this project, all parties (fire chief, contractor and DPW) shall meet to discuss project goals, project schedule and system performance requirements.

5.1.1.2 This project shall be accomplished while the facility is occupied and during normal business hours.

5.1.1.3 Contractor shall demo and remove existing Airvac 911 exhaust filtration system components, controls, conduit and conductors back to the main distribution panel. Existing to remain breaker shall be labeled as ‘spare’.

5.1.1.4 Provide FAVERS vehicle capture and exhaust system. FAVERS shall be designed to handle the existing six fire apparatus’ bays. System consists of Qty 2 drive thru bays with side exhausts for pumper apparatus, qty 2 back-in bays serving qty 2 side exhaust each and two back-in bays serving qty 1 side exhaust each. FAVERS

Repair Bldg 1054 Page 4 of 5 system to require a total of eight side exhaust hose drops. The existing fire apparatus vehicles are shown in pictures and have the exhaust locations shown on the attached drawings. FAVER shall be provided as a system from a single manufacturer. FAVER system manufacturer shall be Magnegrip, Plymovent, or approved equal. The FAVERS shall include:

5.1.1.4.1 No-loop hose system to keep aisle ways clear and apparatus doors accessible with high temperature hose drop for side exhaust vehicles with tailpipe nozzle assembly that completely seals to contain contaminated air, provides easy connection without the use of pneumatics, and provides exhaust cooling ambient air intake.

5.1.1.4.2 Source capture for each apparatus which will auto-disconnect at the exit door.

5.1.1.4.3 Vehicle exhaust pipe modification may be required for system connection as part of the contract. Emergency apparatus exhausts must be modified at the station. Emergency apparatus may not be removed from the station to an offsite location. Contractor shall provide a total of 8 apparatus exhaust adaptors. The base vehicle maintenance contractor shall be installing all exhaust adaptors on all apparatus. A list of fire protection apparatus will be provided at award of contract.

5.1.1.4.4 The fan shall be a backward incline fan made from a welded housing bolted to the fan frame. Fan housings that are screwed together or riveted are not acceptable. Fans shall be tested and balanced prior to installation, be manufactured in an ISO Certified Facility in accordance to AMCA Certification Standards. A safety disconnect in the vicinity of the blower fan motor must be provided. Wireless auto-start control panel with NEMA 4 enclosure with automatic start/stop operation. Assembly shall be UL listed with timer and manual override switch. Motor to be 3-phase rated for 208V system, not 230V.

5.1.1.4.5 Wireless receiver fan controller and apparatus ignition voltage transmitters for automatic system activation. Contractor shall provide a total of 8 apparatus voltage transmitters as part of this project. The base vehicle maintenance contractor shall install all voltage transmitters on all apparatus.

Tie-in to the building DDC system shall not be part of this project. No makeup air from the existing HVAC system shall be required in this project.

5.1.1.4.6 Updraft backdraft damper with rain cap for roof exhaust.

5.1.1.4.7 Factory start-up and field training.

5.1.2 Controls:

5.1.2.1 FAVERS shall utilize its internal controls. Contractor to provide exhaust fan control via manufacturer provided vehicle ignition controller, installed by others (FTW IMF). Upon apparatus ignition, a wireless voltage output signal shall be detected by the fan controller and activate the exhaust fan. A low voltage timer will keep the exhaust fan operating for a period of time designated by fire department procedures. Contractor is responsible for syncing/coordinating apparatus voltage transmitter signal with the fan controller.

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5.1.2.2 After completion of all mechanical work and after contractor has independently tested the modified system, contractor shall provide a demonstration to the Government showing that the modified systems are working as designed.

5.2 Responsibility:

5.2.1 The Contractor shall be responsible for the modified vehicle exhaust system, exhaust system controls, seismic bracing, and supporting electrical system for the work stated in this performance work statement and shall provide shop drawings as necessary to demonstrate that the layout, system sizing and equipment selections conforms with the requirements of the performance work statement and all referenced design and construction standards.

5.3 Mechanical Insulation shall be installed in accordance with National Commercial & Industrial Insulation Standards (MICA Manual), current edition.

5.3.1 Insulate all exhaust air ducts within 6 feet of discharge to the exterior. Provide rigid insulation on exposed ducts and blanket insulation on concealed ducts. Internally lined ductwork, except for acoustical purposes, shall not be allowed. A minimum of 2 inch insulation with vapor barrier jacket shall be provided where required.

5.4 Seismic Bracing

5.4.1 All mechanical piping, ductwork and equipment shall be seismically braced. Seismic bracing shall comply with SMACNA Seismic Protection Guidelines. Specific mechanical equipment shall comply with manufacturers’ recommendations for seismic protection. This building is designated as a Category IV Critical Facility by the IBC.

5.5 Controls

5.5.1 The Operation & Maintenance (O&M) Manuals that shall include as-built copies of the shop drawings, control schematics, wiring diagrams, equipment schedules and sequences of operations. Manufacturer’s Installation, Operation and Maintenance (IOM) instructions shall be included for each system component. O&M Manuals shall be hard bound, indexed and provided with a table of contents as well as an electronic PDF copy which is also indexed and bookmarked.

5.5.2 Following completion of the work, as-built copies of the control diagrams, wiring schematics and sequences of operations shall be provided in a wall or enclosure mounted “data pocket” for storage of posted instructions.

6. ATTACHMENTS:

6.1 Apparatus Bay Drawings – AutoCAD available upon request.

6.2 Division 1 Specifications

6.3 Submittal Register

Division 1 Specifications Revision 0 DES‐FD704‐7J 1 June 2018 FAVERS B1054 Page 1 of 62

Division 1 – Table of Contents

01 11 00 GENERAL PROCEDURES

01 19 30 SPECIAL ITEMS FOR FORT WAINWRIGHT PROJECTS

01 31 19 MEETINGS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTALS PROCEDURES

01 35 26 SAFETY

01 36 00 RADIOACTIVE MATERIALS PROCEDURES

01 45 04 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 34 STORM WATER POLLUTION PREVENTION MEASURES

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

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01 11 00 GENERAL PROCEDURES:

The Contractor shall provide, upon receipt of a NTP all work materials, supplies, parts (to include system components), plant, supervision, labor, transportation, and equipment (except when specified as Government Furnished), for repair of earth covered magazines as described/required in scope of work and in strict accordance with all the terms, conditions, special contract requirements, specifications, drawings, attachments, and exhibits contained in the contract or incorporated by reference as follows.

The Contractor's work and responsibility shall include all Contractor planning, programming, administration, and management necessary to provide all facets of work for the construction and related services as specified. The work shall be conducted by the Contractor in strict accordance with the contract and all applicable federal, State of Alaska, and local laws, regulations, codes or directives. The Contractor shall ensure all work provided meets or exceeds the critical reliability rates or tolerances specified or included in the applicable documents. The Contractor shall provide related services such as preparing and submitting required reports, performing administrative work, and submitting necessary information as specified under this contract and within individual task orders.

Furnish materials and equipment conforming to the requirements as required/specified in the scope of work and as indicated in the Technical Specifications. The intent of these specifications is to furnish concise industrial and/or commercial standards for maintenance and repair of Government facilities.

AT/OPSEC:

Prior to physically starting work on this project, the contractor shall furnish the government PM/QAR, and the affected facility POC with a list of all contractor / sub-contractor personnel who will require access to the facility during the course of the subject project. This list shall be provided a minimum of 5 working days before access to the facility is required. This list shall be signed by an authorized representative of the contractor, and shall contain the following information: full name of employee(s), date of birth, identification number correlating to the employee’s photo identification (e.g., driver’s license number, employee number, etc.,) and corporate points of contact who shall be further responsible for identifying employees, subcontractors, vendors and delivery personnel. This list shall be updated and resubmitted as often as necessary for it to be current. Depending on current events, personnel shall be required to show photo identification (cross checked against the required roster) prior to gaining access to a facility.

AT Level 1 Training: All contractor employees, to include subcontractor employees, requiring a 90 day access or more to Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 5 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil.

FAVERS B1054 Page 3 of 62

Access and general protection/security policy and procedures: Contractor and all associated sub-contractors employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contract or Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

To comply with federal law, Fort Wainwright will no longer accept state-issued identification from certain U.S. states for visitor access to the installation as mandated under the REAL ID Act.

Visitors not in compliance will be denied unescorted entry to federal installations. Personnel in possession of a valid Department of Defense issued identification card are not affected by this change. For the most updated information regarding Real ID info for each state, visit Department of Homeland Security (DHS) at:

https://www.dhs.gov/real-id-enforcement-brief

For contractors that do not require CAC, but require access to a DoD facility or installation.

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC- III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

iWATCH Training: The contractor personnel and all associated sub-contractor personnel requiring 90 day access or more shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO). This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR or to the contracting officer (if a COR is not assigned), NLT 5 calendar days after contract award and within 5 calendar days of training of new employees/personnel.

OPSEC Training; Per AR 530-1, (Operations Security) Contractors for Army contracts, shall practice OPSEC to protect classified, critical, and sensitive information for government contracts.

The Requiring Activity OPSEC Officer has imposed that all contractor employees, to include subcontractor employees requiring 90 day access or more, shall complete initial and annual thereafter OPSEC awareness training (OPSEC Level 1). This annual training shall be completed within 30 calendar days after contract award and within 30 calendar days of new employees commencing performance. The contractor shall submit certificates of completion for each affected contractor and subcontractor employee to the COR or to the contracting officer (if a COR is not assigned), within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://securityawareness.usalearning.gov/opsec/.

E-Verify Program. U.S. law requires companies to employ only individuals who may legally work in the United States – either U.S. citizens, or foreign citizens who have the necessary

FAVERS B1054 Page 4 of 62 authorization. This diverse workforce contributes greatly to the vibrancy and strength of our economy, but that same strength also attracts unauthorized employment. E-Verify is an Internet-based system that allows businesses to determine the eligibility of their employees to work in the United States. E-Verify is fast, free and easy to use – and it’s the best way employers can ensure a legal workforce.

The Contractor must pre-screen employees using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements as indicated above.

The vendor must ensure that the employee has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system.

SUBMITTAL PROCEDURES AND SOFTWARE REQUIREMENTS

General Summary: Shop drawing and product data submittals shall be transmitted to the government in electronic (PDF) format using ENG Form 4025. A copy of this form in PDF will be made available to the contractor from the Contracting Officer’s Representative (COR).

Information and training on the process and flow for submittals will be provided by (COR) after award and prior to start of making submittals. The Contractor shall allow adequate time for government review of all submittal documents. Government review shall be 14 calendar days unless otherwise indicated in this contract.

INSURANCE – Work on a Government Installation:

Provide and maintain at least the following kinds and minimum amounts of insurance for entire duration of work.

Workman’s Comp and Employers’ Liability Insurance $100,000.

General Liability Insurance: A Bodily Injury, Comprehensive policy that provides $500,000 per occurrence.

Automobile Liability Insurance: A comprehensive policy that provides $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage, covering operation of company automobiles in connection with performance of this contract.

FAVERS B1054 Page 5 of 62

01 19 30 SPECIAL ITEMS FOR FORT WAINWRIGHT PROJECTS

FIRE SAFETY

The Contractor shall obtain a permit from the organization having jurisdiction over the job site for any welding or open flame work.

IDENTIFICATION OF EMPLOYEES

The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.

COORDINATION OF WORK

The Contractor must abide by Fort Wainwright's Force Protection Requirements. These requirements are subject to frequent updates. The Government does not guarantee unrestricted availability of the jobsite due to unforeseen Force Protection Levels that may arise during construction as the war against terrorism is ongoing.

The Contractor shall coordinate and obtain approval for work activities with the Airfield Manager, the Post Fire Department and the Contracting Officer at least 30 days in advance of work otherwise specified. The Contractor shall provide emergency vehicle access through construction areas where required by the Post Fire Department or the Contracting Officer.

The Contractor and its workers/employees may park their privately owned vehicles (POV) only during their working hours at designated areas which is predetermined by the Contracting Officer prior to start of construction activities.

The Contractor shall coordinate their work including but not limited to site operations, construction, fences, access, scheduling, material, security, etc., with their subcontractors and that of other contractors for the ongoing projects taking place in adjacent work sites, to minimize interruption and conflicts. The Contractor is responsible and liable for any delays or disruptions caused by scheduling conflicts between their subcontractors and/or other contractors working on adjacent sites.

TEMPORARY HEATING PLAN (DURING CONSTRUCTION)

If and where required, temporary heat shall be provided to maintain a minimum +50 degrees Fahrenheit where building users no longer occupy the facility and +70 degrees Fahrenheit in facilities which are occupied by building users. The Contractor shall submit for approval, no later than September 01 of each year of construction prior to the anticipated need for temporary heating, a plan that will efficiently provide temporary heat to each facility. The Temporary Heating Plan shall include the following:

FAVERS B1054 Page 6 of 62

a. Number and location of each device used.

b. BTU output of each unit and heating medium.

c. Narrative description of how each unit is to be monitored and at what frequency.

d. Narrative description of what type and size of safety devices, and its location in each facility.

e. Name(s) and phone number(s) of the person accomplishing the monitoring.

f. Name and address of a backup point of contact.

The use of electrical heating devices shall not be allowed.

The Contractor shall submit, as a shop drawing, the Temporary Heating Plan. Installation and operation of any temporary heating equipment will not be allowed until such approval has been obtained. Plan should be submitted at least 21 work days before date temp heat will be needed.

Any temporary utilities required by the Contractor to support this effort shall be included in the contract lump sum price. No separate costs will be allowed.

TELEPHONE CABLE, AND COMMUNICATION OUTAGES

For commercial telephone and cable outages, the Contractor shall make those requests directly to the provider. No excavation shall be allowed until the provider has located and marked the utility line.

For government owned telephone, cable, or communication outages the contractor shall inform and coordinate in a timely manner with project COR or QAR. The Government will serve as an intermediary or coordinator between the contractor and other government entities.

EXCAVATION CLEARANCE REQUEST (ECR)

Prior to the commencement of any excavation, trenching or other digging activity for all soil disturbing activities impacting soils six inches or more below the ground surface, the contractor shall obtain an Excavation Clearance Request (ECR), USARAK Form 81-E. USARAK Form 81-E is commonly referred to as a "Dig Permit". This form may be obtained from the Customer Service Desk at the Directorate of Public Works, Building 3015 Montgomery Road, Ft. Wainwright.

The Contractor shall have a properly executed Dig Permit, coordinated through the Contracting Officer and signed by the DPW prior to any excavation work at the project site.

The Contractor shall be responsible for providing all information required by the ECR to include obtaining all signatures from the organizations and individuals required on the ECR. Write the AK One call ticket number on the line provided for the Alaska Dig Line "Signing Official" in lieu of a signature for Alaska Dig Line.

BORROW SOURCES

There are no borrow sources available on Fort Wainwright.

NON-GOVERNMENT BORROW SOURCES

FAVERS B1054 Page 7 of 62

The Contractor shall check any non-Government, proposed borrow sources for the presence of hazardous substances and petroleum products as defined in ASTM E 1527. The publication includes guidance on previously examined sites. A Phase I Environmental Site Assessment, also as defined therein, shall be submitted for each proposed borrow site as a supplement to the Environmental Protection Plan specified in SECTION 01 57 20.01 29 ENVIRONMENTAL PROTECTION. The report shall identify any previous or current presence of hazardous substances at the site, regardless of whether they have been, or can be, released to the environment. The Assessment shall be performed under the direct supervision of an independent, registered professional engineer, currently licensed by the State in which the borrow source is located, and within such time frame as will ensure reports are valid when submitted. The engineer shall have a minimum of 3-years experience in performing satisfactory Environmental Site Assessments. All reports shall be certified in writing by the engineer and submitted in the standard format specified in the referenced publication, through the Contracting Officer, to the Base Environmental Office for review. Reports shall be submitted at least 30 days prior to needing borrow materials in the work. The qualifications of the engineer performing the Assessment shall be included with the report. Where hazardous materials are indicated, use of the source will not be allowed. No borrow materials shall be brought onto Government property without approval of the Contracting Officer. The Government reserves the right to sample and test any borrow materials delivered to the project for conformance with this specification.

DISPOSITION OF MATERIALS

The Contractor shall dispose of all the following at an approved and certified off-base location:

demolition debris, construction debris, grubbed and cleared vegetation such as stumps and root balls, and all other solid waste. The Fort Wainwright landfill is not available for use. Rubbish and debris shall be removed from the work site daily, unless otherwise directed, to avoid accumulation at the demolition site. Solid waste shall be placed in containers and disposed of on a regular schedule. All handling, transport, and disposal shall be conducted in such a way as to prevent spillage and contamination in compliance with federal, state, local, and local off-base Landfill requirements.

Disposal of Soils

No soils shall be removed from the installation for off-site disposition. Soils may be temporarily removed from the installation when approved for off-site remediation. Such soils shall be properly tracked and fully accounted for until returned to the installation and shall not be mixed with other soils at any time.

Salvageable Material

Salvageable material, if not otherwise indicated, shall become the property of the Contractor.

The value of such salvage shall be reflected in the contract price.

COMPLIANCE WITH ALASKA LABOR LAWS ON OCCUPATIONAL LICENSING

The Contractor will be required to comply with provisions of Alaska Statutes AS 08 and Alaska Regulations 12 AAC 32 and 12 AAC 39 requiring licensed electrical and mechanical

FAVERS B1054 Page 8 of 62 administrators to supervise and be responsible for the performance of all regulated categories of electrical and mechanical work performed on-site as part of this contract.

The following Alaska State Regulations apply to this contract:

a. Controls and Control Wiring: 12 AAC 32.275

b. Inside Communications: 12 AAC 32.195

c. Residential Wiring: 12 AAC 32.235

d. Outside Communications: 12 AAC 32.125

e. Commercial Wiring: 12 AAC 32.165

f. Line Work: 12 AAC 32.075

g. Heating Cooling and Process Piping: 12 AAC 39.232

h. Mechanical Systems Temperature Control: 12 AAC 39.292

i. Residential Plumbing and Heating: 12 AAC 39.312

j. HVAC/Sheet Metal: 12 AAC 39.252

k. Refrigeration: 12 AAC 39.272

The Contractor shall also be required to comply with State of Alaska requirements for occupational licensing of electrical and mechanical journeymen and apprentice craftsmen performing any work on-site as part of this contract. The ratio of individuals holding trainee certificates may not be more than two electrician trainees for every certified electrician journeyman, or residential wireman as applicable, on a job site, or two power linemen trainees for every certified power lineman journeyman on the job site. The Contractor shall be prepared to demonstrate on demand, the licensing of the craftsmen engaged in the work.

PROTECTION OF EXCAVATED COMMUNICATIONS AND ELECTRICAL DUCTS

Where construction requires excavation beneath existing Government Owned communications or electrical ducts or conduits larger than 2.5", the exposed utility shall be supported to prevent structural failure. The support system shall be designed by the contractor and copy furnished to the Government before the affected line is undermined.

Existing Fiber Optic Lines/Ducts

If Government Owned fiber optic cable is damaged by the contractor, the contractor shall replace the cable from splice point to splice point at no additional cost to the Government.

Replacement shall include spare cable in each manhole. Amount of spare will be determined by the Contracting Officer, up to 60' in each manhole. After replacement, end to end attenuation shall be measured with an optical power meter and OTDR performed on each cable at 1310 nm and 1550 nm. OTDR shall be in one direction for fibers not intended to be terminated and bi-directional for all others. Measurements procedures shall comply with EIA/TIA. Failures to achieve EIA/TIA compliant results shall be remedied by the contractor at no additional cost. Digital and paper records of the attenuation and OTDR results shall be furnished to the Government

Existing Communications Lines/Ducts Other than Fiber Optic

If Government Owned communications lines, other than fiber optic lines, are damaged by the contractor, repairs shall be made in a manner acceptable to the Contracting Officer. The Contracting Officer may disapprove underground splicing in which case the damaged section

FAVERS B1054 Page 9 of 62 of cable shall be replaced and a new manhole or new pedestals shall be provided for splicing.

The following tests and measurements shall be made on repairs: insulation resistance, shorts/crosses, grounds, opens, reversals, splits, transpositions, shield continuity, loop resistance, insertion and capacitance. Measurement procedures shall comply with RUS standards. Failures to achieve RUS compliant results shall be remedied by the contractor at no additional cost to the Government. Digital and paper records of these tests and measurements shall be furnished to the Government.

LOCKSET CORE INSTALLATION

If locksets are required, the Contractor shall install all lockset(s) in accordance with the manufacturer's recommendations and with the following exceptions:

a. All locksets shall be installed without the cores. The Contractor shall be responsible for providing interim security of each facility until such time as the lockset cores are installed by the DPW Locksmith.

b. The Contractor shall provide a Key Schedule to the Government for approval. Once approved, the Contractor shall coordinate final coding of the lockset cores by the manufacturer in accordance with the approved key schedule. The Contractor shall coordinate the delivery of the final lockset cores and permanent keys directly from the manufacturer to the DPW Locksmith.

c. The DPW Locksmith will install the coded lockset cores; the Contractor shall be responsible for coordinating installation of the coded lockset cores in a timely manner.

FORT WAINWRIGHT POLICY LETTERS

Contractor shall comply with all Fort Wainwright Policy Letters. Policy Letters available at https://www.wainwright.army.mil/index.php/about/garrison-policy-letters.

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01 31 19 MEETINGS

PRECONSTRUCTION CONFERENCE

After award and Notice to Proceed (NTP) has been issued by the Contracting officer and prior to the start of any construction work the Government will schedule and conduct a preconstruction meeting. The Contractor's Project Manager and Quality Control Manager will attend this meeting. The Contractor is encouraged to have an officer of his company and representation from his sub-contractors at this conference. This meeting will be held at the location specified by the Government. Minutes of the meeting will be prepared by the Contractor and submitted to the Government for review and approval. The minutes shall become a part of the contract file.

Start of Construction Work

If the Contractor has submitted all the preconstruction submittals required by contract (Accident Prevention (Safety) Plan, Quality Control Plan, Environmental Protection Plan, Sampling and Analysis Plan, Storm Water Pollution Prevention Plan or Erosion and Sediment Control Plan, Project Schedule and Submittal Register) for review prior to this meeting, these may be accepted into or accepted with comments at the Preconstruction Meeting.

Construction work shall not proceed until after this meeting has been held, the plans noted above have been accepted, and the Notice to Proceed has been received and acknowledged by the Contractor.

WEEKLY COORDINATION MEETINGS

The Contractor shall participate in weekly coordination meetings with the Contracting Officer’s Representative and other Government representatives, as applicable. The Contractor shall be responsible for preparing the agenda in coordination with the Contracting Officer, distributing the agenda, conducting the meeting, preparing the meeting minutes, distributing the minutes, and tracking action items. The Contractor's superintendent and QC System Manager shall attend each meeting. Typical topics shall consist of but not limited to the following: review of the previous week's activities and progress; forecast of the following 2 week's activities and progress;

upcoming utility outage or street closure; status of shop drawing submittals and reviews; status of outstanding requests-for-information (RFI); status of pending modifications; anticipated modifications; proposed schedule changes; other concerns/and or issues.

OTHER MEETINGS

Construction Quality Control meetings and conferences are specified in follow on Sections about CONTRACTOR QUALITY CONTROL. Other meetings may be specified in various other sections. It shall be the contractor’s responsibility to review all contract documents and schedule and participate in all required meetings.

Government reserves the right to request additional meetings with contractor at any time during this contract that may not be specified in this or other sections of the contract.

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01 32 01 PROJECT SCHEDULE

PROJECT SCHEDULE

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule.

Provide a schedule that is a forward planning as well as a project monitoring tool.

Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

Schedule Status Reports

Provide a Schedule Status Report/Schedule Update on at least a monthly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government.

BASIS FOR PAYMENT AND COST LOADING

Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment. Failure of the Contractor to provide all required information will result in the disapproval of the preliminary, initial, and subsequent schedule updates. The aggregate value of all activities coded to a contract CLIN shall equal the value of the CLIN on the Schedule.

Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

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In the event the Contracting Officer directs schedule revisions, those revisions shall be included in subsequent Project Schedule revisions or updates.

PROJECT SCHEDULE DETAILED REQUIREMENTS

Critical Path Method - Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule.

Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Procurement Activities

The schedule must include activities associated with the submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 60 calendar days or material lead times that will negatively affect project parameters of an individual task order. A typical procurement sequence includes the string of activities: submit, approve, procure, fabricate, and deliver.

Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates:

a. Submission, review and acceptance of Preconstruction Submittals (individual activity for each).

b. Submission of specialized layout drawing (mechanical/electrical systems).

c. Long procurement activities

d. Submission and approval of as-built drawings.

e. Submission and approval of DD1354 data and installed equipment lists.

f. Contractor's pre-final inspection.

g. Correction of punch list from Contractor's punchout inspection.

h. Government's pre-final inspection.

i. Correction of punch list from Government's pre-final inspection.

j. Final inspection.

Percent Complete

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With each update, update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete. To allow for proper schedule management, cost load the correction of punch list from government pre-final inspection activity(ies) not less than 1% of the total contract value which activity(ies) may be declared 100% complete upon completion and correction of all punch list work identified during pre-final inspection(s).

Remaining Duration

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

Anticipated Adverse Weather

Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

The following schedule of monthly anticipated adverse weather delays is based on NOAA data and will constitute the baseline for anticipate adverse weather.

Time extensions maybe granted under the DEFAULT contract clause (FAR52.249-10) if the weather at the site is more severe than the adverse weather anticipated for any given month and if the unusually severe weather can be shown to actually cause a delay to the completion of the project – that is cause impact/delay to activities on the critical path. The delay must be beyond the control and without fault or negligence of the contractor.

Monthly Anticipated Adverse Weather Delay Work Days Based on 5 Day Work Week:

Jan 22, Feb 20, Mar 14, Apr 0, May 0, Jun 0, Jul 4, Aug 3, Sep 4, Oct 1, Nov 20, Dec 22.

Early Completion Schedule and the Right to Finish Early

An Early Completion Schedule is an Initial Project Schedule (IPS) indicating all scope of the required contract work will be completed before the contractually required completion date.

a. No IPS indicating an early completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing the schedule is reasonable and achievable.

b. The Government is under no obligation to accelerate work items it is responsible for to ensure the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

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Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

Preliminary Project Schedule Submission

Preliminary Project Schedule shall be provided at time of solicitation of contract. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract as well as permitting activities, and other non-construction activities intended to occur within the first 30 calendar days. Schedule any construction activities planned for the first 30 calendar days after NTP.

Initial Project Schedule Submission

Submit the Initial Project Schedule for approval within 30 calendar days after NTP is issued.

The schedule must demonstrate a reasonable and realistic sequence of activities which represent all work through the entire contract performance period. The Initial Schedule shall be at a reasonable level of detail as determined by the Contracting Officer.

Periodic Schedule Updates

Update the Project Schedule on a regular basis, monthly at a minimum. Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgement of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

SUBMISSION REQUIREMENTS

Submit the following items for the Preliminary Schedule, Initial Schedule, and every Periodic Schedule Update throughout the life of the project:

Narrative Report

Provide a Narrative Report with the Preliminary, Initial, and each Periodic Update of the project schedule, as the basis of the progress payment request. The Narrative Report shall include: a description of activities along the two most critical paths where the total float is less than or equal to 20 work days, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken.

The narrative report is expected to communicate to the Government, the Contractor's…